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WEST r` 1624 Grove Street (425)347-8998 <br /> COAST <br /> STRUCTURAL Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Two Story Shear Wall Design <br /> iwurve, }wu— <br /> t Shear Wall Grid Location: Grid Line : C <br /> Misc. Info: <br /> w .w. <br /> Overturning Moment(OTM) <br /> H upper OTM = 6.7 k-ft <br /> WrN k wr— <br /> t Resisting Moment(RM) Aspect Ratio Check(2w/h)= 1.63 <br /> 1 �m Htotal W Above = 1.4 kips <br /> W Middle= 0.2 kips <br /> W Wall = 0.7 kips <br /> H lower wb <br /> RM = 7.5 k-ft <br /> Uplift Force @ end of Shear Wall(T) : <br /> T = N/A kips <br /> Ti L IC <br /> Wind or Seismic Critical : S Shear Wall Base Shear(Vb): 80 plf <br /> V t : 1/2(22)0.102/26 = 0.043 klf Internal/External(I/E) : E <br /> V m : 1/2(22)0.088/26 = 0.037 klf Nailing Designation : SW1 <br /> H upper= 9.0 ft H lower= 8.0 ft H total= 17.0 ft <br /> L = 6.5 ft Holdown Force(T) : N/A kips <br /> Trib. Length Upper(A) : 24 ft Lower(M) : 6 ft Holdown Designation : - <br /> Dead Load Above(w above) : 15 psf Lower(w lower) : 10 psf <br /> }w.. lw <br /> t v, 1 Shear Wall Grid Location: Grid Line: D <br /> Misc. Info: <br /> Overturning Moment(OTM) <br /> H upper + OTM = 57.6 k-ft <br /> }w`"" Iw`""` Resisting Moment(RM) Aspect Ratio Check(2w/h)= 5 <br /> Vm <br /> Ht tal W Above = 0.7 kips <br /> W Middle= 2.6 kips <br /> W Wall = 2.0 kips <br /> H lower + RM = 54.0 k-ft <br /> �e <br /> Uplift Force @ end of Shear Wall(T) : <br /> T = N/A kips <br /> Ti L }C <br /> Wind or Seismic Critical : S Shear Wall Base Shear(Vb) : 225 plf <br /> V t : 1/2(4.81)/20 = 0.120 klf Internal/External(I/E) : E <br /> V m : 1/2(4.12)/20 = 0.105 klf Nailing Designation : SW2 <br /> H upper= 9.0 ft H lower= 8.0 ft H total= 17.0 ft <br /> L = 20.0 ft Holdown Force(T) : N/A kips <br /> Trib. Length Upper(A) : 4 ft Lower(M) : 22 ft Holdown Designation : - <br /> Dead Load Above(w above) : 15 psf Lower(w lower) : 10 psf <br /> Project: W4371 Sheet No: 32 9/5/2017 <br />